Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 5, 2016, 07:11 AM
Date
05/05/2016
W/O
0557607
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00120
PipeID
P09541
Time
12:11 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6699
Sewer Name
C JOINT OUTFALL C - UNIT 3A
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
18
Purpose
Routine Assessment
Project
20160505MDM_JOINT_OUTFALL_C_UNIT_3A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
72 in.
Upstream MH
C 0069
Downstream MH
C 0068
Dir. of Survey
Downstream
Length Surveyed
709.2 ft.
Total Length
709.2 ft.
Structural Index
3
Structural Quick
513[
Structural Rating
715
O&M Index
2
O&M Quick
5445
O&M Rating
326
Overall Index
2
Overall Quick
—
Overall Rating
1041
Pipe schematic from manhole C 0069 to C 0068
MH: C 0069MH: C 0068downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:40AM0 ft. MWL - Water Level, 10 %of cross sectional area2.1 ft. MGO - General Observation - MAG COAT 70% START 8:00 TO 4:002.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG9.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSIT AT JOINT9.2 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES17.7 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSIT AT JOINT41.1 ft. SRV - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR49.9 ft. IR - Infiltration Runner, from 12 to 04 o'clock, within 8 inches of joint: YES65.9 ft. IR - Infiltration Runner, from 02 to 04 o'clock, within 8 inches of joint: YES65.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSITES73.9 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES73.9 ft. IR - Infiltration Runner, from 09 to 12 o'clock, within 8 inches of joint: YES82.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES82.9 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES90.6 ft. MGO - General Observation - JOINT98.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES98.2 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES107.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES107.3 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES115.2 ft. MGO - General Observation - JOINT122.7 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES122.7 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES130.9 ft. ID - Infiltration Dripper, from 10 to 12 o'clock, within 8 inches of joint: YES139.3 ft. MGO - General Observation - JOINT154.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC154.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG170 ft. ID - Infiltration Dripper, from 10 to 12 o'clock, within 8 inches of joint: YES180.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES187 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES187 ft. ID - Infiltration Dripper, from 01 to 04 o'clock, within 8 inches of joint: YES203.6 ft. ID - Infiltration Dripper, from 02 to 04 o'clock, within 8 inches of joint: YES224.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE224.9 ft. IG - Infiltration Gusher, at 01 o'clock, within 8 inches of joint: YES258.7 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES258.7 ft. IG - Infiltration Gusher, from 11 to 01 o'clock, within 8 inches of joint: YES258.7 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES268.4 ft. IG - Infiltration Gusher, from 01 to 03 o'clock, within 8 inches of joint: YES278.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MINERIAL DEPOSITES AT JOINTS278.2 ft. ID - Infiltration Dripper, from 12 to 02 o'clock, within 8 inches of joint: YES285.6 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES289 ft. MGO - General Observation - MAG COAt 10% start293.4 ft. ID - Infiltration Dripper, from 11 to 12 o'clock, within 8 inches of joint: YES325.8 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES336.1 ft. ID - Infiltration Dripper, from 10 to 12 o'clock, within 8 inches of joint: YES343.7 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES366.5 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES414.1 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES422.3 ft. ID - Infiltration Dripper, from 10 to 01 o'clock, within 8 inches of joint: YES429.4 ft. IG - Infiltration Gusher, from 10 to 01 o'clock, within 8 inches of joint: YES440.7 ft. IR - Infiltration Runner, from 09 to 11 o'clock, within 8 inches of joint: YES462.7 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES474.3 ft. MGO - General Observation - MAG COAT 60% START485.9 ft. IR - Infiltration Runner, from 11 to 01 o'clock, within 8 inches of joint: YES512.2 ft. ID - Infiltration Dripper, from 10 to 11 o'clock, within 8 inches of joint: YES519.5 ft. ID - Infiltration Dripper, from 09 to 10 o'clock, within 8 inches of joint: YES544.5 ft. ID - Infiltration Dripper, from 08 to 11 o'clock, within 8 inches of joint: YES551.9 ft. ID - Infiltration Dripper, from 08 to 11 o'clock, within 8 inches of joint: YES569 ft. ID - Infiltration Dripper, from 10 to 03 o'clock, within 8 inches of joint: YES575.1 ft. ID - Infiltration Dripper, from 09 to 03 o'clock, within 8 inches of joint: YES625.2 ft. ID - Infiltration Dripper, from 01 to 03 o'clock, within 8 inches of joint: YES630.9 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES630.9 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES679.8 ft. ID - Infiltration Dripper, from 01 to 04 o'clock, within 8 inches of joint: YES708.8 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: NO - INSIDE MH708.9 ft. MGO - General Observation - MAG COAT 60% FINISH708.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish - MINERIAL DEPOSITES AT JOINTS708.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING BLISTERTING CONCRETE708.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC709.2 ft. AMH - Downstream Manhole, Survey Ends - 3:05AM

Observation photos (19)

  • General Observation - MAG COAT 70% START 8:00 TO 4:00

    2.1 ft. - General Observation - MAG COAT 70% START 8:00 TO 4:00

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2.1 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSIT AT JOINT

    9.2 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 01 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSIT AT JOINT

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSIT AT JOINT

    17.7 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSIT AT JOINT

  • Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    41.1 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSITES

    65.9 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES - MINERIAL DEPOSITES

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

    73.9 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES

    82.9 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    107.3 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC

    154.9 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES

    187 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    224.9 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Infiltration Gusher, from 11 to 01 o'clock, within 8 inches of joint: YES

    258.7 ft. - Infiltration Gusher, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    258.7 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Infiltration Gusher, from 01 to 03 o'clock, within 8 inches of joint: YES

    268.4 ft. - Infiltration Gusher, from 01 to 03 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MINERIAL DEPOSITES AT JOINTS

    278.2 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MINERIAL DEPOSITES AT JOINTS

  • General Observation - MAG COAt 10% start

    289 ft. - General Observation - MAG COAt 10% start

  • General Observation - MAG COAT 60% START

    474.3 ft. - General Observation - MAG COAT 60% START

  • Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    630.9 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

All inspections of P09541Work order 0557607

Observations (72)

DistanceCodeObservation
630.9ID—
17.7DAEMINERIAL DEPOSIT AT JOINT
440.7IR—
180.1DAE—
98.2DAE—
139.3MGOJOINT
115.2MGOJOINT
512.2ID—
625.2ID—
187DAE—
258.7ID—
82.9DAE—
73.9DAE—
709.2AMH3:05AM
679.8ID—
122.7DAE—
343.7ID—
82.9IW—
9.2DAEMINERIAL DEPOSIT AT JOINT
154.9SAVSEVERE AGG SPORATIC
170ID—
422.3ID—
268.4IG—
630.9DAE—
73.9IR—
289MGOMAG COAt 10% start
474.3MGOMAG COAT 60% START
122.7ID—
293.4ID—
107.3DAE—
0MWM—
65.9IR—
708.8IDINSIDE MH
130.9ID—
258.7IG—
2.1MGOMAG COAT 70% START 8:00 TO 4:00
285.6ID—
519.5ID—
485.9IR—
0AMH1:40AM
575.1ID—
708.9MGOMAG COAT 60% FINISH
414.1ID—
9.2ID—
429.4IG—
708.9DAEMINERIAL DEPOSITES AT JOINTS
544.5ID—
366.5ID—
41.1SRVCIRCUM REBAR
65.9DAEMINERIAL DEPOSITES
569ID—
708.9SSSPEELING BLISTERTING CONCRETE
2.1SSSPEELING BLISTERING CONCRETE
98.2ID—
154.9SAPSEVERE AGG
107.3ID—
336.1ID—
708.9SAVSEVERE AGG SPORATIC
462.7IW—
224.9SSSPEELING CONCRETE
2.1SAPSEVERE AGG
278.2DAEMINERIAL DEPOSITES AT JOINTS
187ID—
90.6MGOJOINT
551.9ID—
49.9IR—
325.8ID—
278.2ID—
224.9IG—
258.7DAE—
0MWL—
203.6ID—

Properties (6)

custom_field_three
SEVERE PROJECTING AGG-CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2016-05-05T00:11:46-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false